Album mostova na slivu rijeke Save - International Sava River Basin ...

savacommission.org

Album mostova na slivu rijeke Save - International Sava River Basin ...

Publisher / Izdava č:

International Sava River Basin Commission

Kneza Branimira 29 / II, 10000 Zagreb

Croatia

Tel: +385 1 488 69 60

Fax: + 385 1 488 69 86

E-mail: isrbc@savacommission.org

Editorial board / Uređivački odbor:

Dejan Komatina, Željko Milkovi ć, Siniša Špegar, Goran Šukalo

Edition / Izdanje:

Bilngual / Dvojezično

English / Bosnian (B&H)

Engleski / Bosanski (BiH)

Translation / Prijevod:

Secretariat of the International Sava River Basin Commission

Sekretarijat Međunarodne

komisije za sliv rijeke Save

Published in / Tiraž:

10 copies / primjeraka

Print and Design / Štampa i dizajn:


Publisher / Izdava č:

International Sava River Basin Commission

Kneza Branimira 29 / II, 10000 Zagreb

Croatia

Tel: +385 1 488 69 60

Fax: + 385 1 488 69 86

E-mail: isrbc@savacommission.org

Editorial board / Uređivački odbor:

Dejan Komatina, Željko Milkovi ć, Siniša Špegar, Goran Šukalo

Edition / Izdanje:

Bilngual / Dvojezično

English / Bosnian (B&H)

Engleski / Bosanski (BiH)

Translation / Prijevod:

Secretariat of the International Sava River Basin Commission

Sekretarijat Međunarodne

komisije za sliv rijeke Save

Published in / Tiraž:

10 copies / primjeraka

Print and Design / Štampa i dizajn:


Niski plovni nivo slobodnoprotočne rijeke na nekom vodomjeru odgovara

vodostaju koji je definiran trajanjem protoka od 94% (Q 94%

).

NPN = V 94%

[cm ili m n.m.], a u bilo kojoj tački slobodnoprotočne

rijeke odgovara nivou vodnog lica od protoka trajnosti 94% dana u

godini. Određuje se na osnovu statističkog proračuna trajnosti protoka

iz 30-o godišnjeg razdoblja opažanja. (EN - etiage navigable)

Visoki plovni nivo slobodnoprotočne rijeke na nekom vodomjeru odgovara

vodostaju koji je definiran trajanjem protoka od 1% (Q 1%

).

VPN = V 1%

[cm ili m n.m.], a u bilo kojoj tački slobodnoprotočne rijeke

odgovara nivou vodnog lica od protoka trajnosti 1% dana u godini.

Određuje se na osnovu statističkog proračuna trajnosti protoka iz 30-o

godišnjeg razdoblja opažanja.


Niski plovni nivo slobodnoprotočne rijeke na nekom vodomjeru odgovara

vodostaju koji je definiran trajanjem protoka od 94% (Q 94%

).

NPN = V 94%

[cm ili m n.m.], a u bilo kojoj tački slobodnoprotočne

rijeke odgovara nivou vodnog lica od protoka trajnosti 94% dana u

godini. Određuje se na osnovu statističkog proračuna trajnosti protoka

iz 30-o godišnjeg razdoblja opažanja. (EN - etiage navigable)

Visoki plovni nivo slobodnoprotočne rijeke na nekom vodomjeru odgovara

vodostaju koji je definiran trajanjem protoka od 1% (Q 1%

).

VPN = V 1%

[cm ili m n.m.], a u bilo kojoj tački slobodnoprotočne rijeke

odgovara nivou vodnog lica od protoka trajnosti 1% dana u godini.

Određuje se na osnovu statističkog proračuna trajnosti protoka iz 30-o

godišnjeg razdoblja opažanja.


Niski plovni nivo slobodnoprotočne rijeke na nekom vodomjeru odgovara

vodostaju koji je definiran trajanjem protoka od 94% (Q 94%

).

NPN = V 94%

[cm ili m n.m.], a u bilo kojoj tački slobodnoprotočne

rijeke odgovara nivou vodnog lica od protoka trajnosti 94% dana u

godini. Određuje se na osnovu statističkog proračuna trajnosti protoka

iz 30-o godišnjeg razdoblja opažanja. (EN - etiage navigable)

Visoki plovni nivo slobodnoprotočne rijeke na nekom vodomjeru odgovara

vodostaju koji je definiran trajanjem protoka od 1% (Q 1%

).

VPN = V 1%

[cm ili m n.m.], a u bilo kojoj tački slobodnoprotočne rijeke

odgovara nivou vodnog lica od protoka trajnosti 1% dana u godini.

Određuje se na osnovu statističkog proračuna trajnosti protoka iz 30-o

godišnjeg razdoblja opažanja.


Niski plovni nivo slobodnoprotočne rijeke na nekom vodomjeru odgovara

vodostaju koji je definiran trajanjem protoka od 94% (Q 94%

).

NPN = V 94%

[cm ili m n.m.], a u bilo kojoj tački slobodnoprotočne

rijeke odgovara nivou vodnog lica od protoka trajnosti 94% dana u

godini. Određuje se na osnovu statističkog proračuna trajnosti protoka

iz 30-o godišnjeg razdoblja opažanja. (EN - etiage navigable)

Visoki plovni nivo slobodnoprotočne rijeke na nekom vodomjeru odgovara

vodostaju koji je definiran trajanjem protoka od 1% (Q 1%

).

VPN = V 1%

[cm ili m n.m.], a u bilo kojoj tački slobodnoprotočne rijeke

odgovara nivou vodnog lica od protoka trajnosti 1% dana u godini.

Određuje se na osnovu statističkog proračuna trajnosti protoka iz 30-o

godišnjeg razdoblja opažanja.


Niski plovni nivo slobodnoprotočne rijeke na nekom vodomjeru odgovara

vodostaju koji je definiran trajanjem protoka od 94% (Q 94%

).

NPN = V 94%

[cm ili m n.m.], a u bilo kojoj tački slobodnoprotočne

rijeke odgovara nivou vodnog lica od protoka trajnosti 94% dana u

godini. Određuje se na osnovu statističkog proračuna trajnosti protoka

iz 30-o godišnjeg razdoblja opažanja. (EN - etiage navigable)

Visoki plovni nivo slobodnoprotočne rijeke na nekom vodomjeru odgovara

vodostaju koji je definiran trajanjem protoka od 1% (Q 1%

).

VPN = V 1%

[cm ili m n.m.], a u bilo kojoj tački slobodnoprotočne rijeke

odgovara nivou vodnog lica od protoka trajnosti 1% dana u godini.

Određuje se na osnovu statističkog proračuna trajnosti protoka iz 30-o

godišnjeg razdoblja opažanja.


Niski plovni nivo slobodnoprotočne rijeke na nekom vodomjeru odgovara

vodostaju koji je definiran trajanjem protoka od 94% (Q 94%

).

NPN = V 94%

[cm ili m n.m.], a u bilo kojoj tački slobodnoprotočne

rijeke odgovara nivou vodnog lica od protoka trajnosti 94% dana u

godini. Određuje se na osnovu statističkog proračuna trajnosti protoka

iz 30-o godišnjeg razdoblja opažanja. (EN - etiage navigable)

Visoki plovni nivo slobodnoprotočne rijeke na nekom vodomjeru odgovara

vodostaju koji je definiran trajanjem protoka od 1% (Q 1%

).

VPN = V 1%

[cm ili m n.m.], a u bilo kojoj tački slobodnoprotočne rijeke

odgovara nivou vodnog lica od protoka trajnosti 1% dana u godini.

Određuje se na osnovu statističkog proračuna trajnosti protoka iz 30-o

godišnjeg razdoblja opažanja.


Niski plovni nivo slobodnoprotočne rijeke na nekom vodomjeru odgovara

vodostaju koji je definiran trajanjem protoka od 94% (Q 94%

).

NPN = V 94%

[cm ili m n.m.], a u bilo kojoj tački slobodnoprotočne

rijeke odgovara nivou vodnog lica od protoka trajnosti 94% dana u

godini. Određuje se na osnovu statističkog proračuna trajnosti protoka

iz 30-o godišnjeg razdoblja opažanja. (EN - etiage navigable)

Visoki plovni nivo slobodnoprotočne rijeke na nekom vodomjeru odgovara

vodostaju koji je definiran trajanjem protoka od 1% (Q 1%

).

VPN = V 1%

[cm ili m n.m.], a u bilo kojoj tački slobodnoprotočne rijeke

odgovara nivou vodnog lica od protoka trajnosti 1% dana u godini.

Određuje se na osnovu statističkog proračuna trajnosti protoka iz 30-o

godišnjeg razdoblja opažanja.


Low navigable water level of freeflow river at certain water gauge corresponds

to the water level defined with the discharge duration of the 94%

(Q 94%

). NPV = V 94%

[cm or m.a.s.l.] and in any point of freeflow river it

corresponds to the level of water surface with the discharge of 94% duration

in a year. It is defined from statistical analysis of discharge duration

taking into account 30 years of observation. (EN - etiage navigable)

High navigable water level of freeflow river at certain water gauge

corresponds to the water level defined with the discharge duration of

the 1% (Q 1%

). VPV = V 1%

[cm or m.a.s.l.] and in any point of freeflow

river it corresponds to the level of water surface with the discharge of

1% duration in a year. It is defined from statistical analysis of discharge

duration taking into account 30 years of observation.


Low navigable water level of freeflow river at certain water gauge corresponds

to the water level defined with the discharge duration of the 94%

(Q 94%

). NPV = V 94%

[cm or m.a.s.l.] and in any point of freeflow river it

corresponds to the level of water surface with the discharge of 94% duration

in a year. It is defined from statistical analysis of discharge duration

taking into account 30 years of observation. (EN - etiage navigable)

High navigable water level of freeflow river at certain water gauge

corresponds to the water level defined with the discharge duration of

the 1% (Q 1%

). VPV = V 1%

[cm or m.a.s.l.] and in any point of freeflow

river it corresponds to the level of water surface with the discharge of

1% duration in a year. It is defined from statistical analysis of discharge

duration taking into account 30 years of observation.


Low navigable water level of freeflow river at certain water gauge corresponds

to the water level defined with the discharge duration of the 94%

(Q 94%

). NPV = V 94%

[cm or m.a.s.l.] and in any point of freeflow river it

corresponds to the level of water surface with the discharge of 94% duration

in a year. It is defined from statistical analysis of discharge duration

taking into account 30 years of observation. (EN - etiage navigable)

High navigable water level of freeflow river at certain water gauge

corresponds to the water level defined with the discharge duration of

the 1% (Q 1%

). VPV = V 1%

[cm or m.a.s.l.] and in any point of freeflow

river it corresponds to the level of water surface with the discharge of

1% duration in a year. It is defined from statistical analysis of discharge

duration taking into account 30 years of observation.


Low navigable water level of freeflow river at certain water gauge corresponds

to the water level defined with the discharge duration of the 94%

(Q 94%

). NPV = V 94%

[cm or m.a.s.l.] and in any point of freeflow river it

corresponds to the level of water surface with the discharge of 94% duration

in a year. It is defined from statistical analysis of discharge duration

taking into account 30 years of observation. (EN - etiage navigable)

High navigable water level of freeflow river at certain water gauge

corresponds to the water level defined with the discharge duration of

the 1% (Q 1%

). VPV = V 1%

[cm or m.a.s.l.] and in any point of freeflow

river it corresponds to the level of water surface with the discharge of

1% duration in a year. It is defined from statistical analysis of discharge

duration taking into account 30 years of observation.


Low navigable water level of freeflow river at certain water gauge corresponds

to the water level defined with the discharge duration of the 94%

(Q 94%

). NPV = V 94%

[cm or m.a.s.l.] and in any point of freeflow river it

corresponds to the level of water surface with the discharge of 94% duration

in a year. It is defined from statistical analysis of discharge duration

taking into account 30 years of observation. (EN - etiage navigable)

High navigable water level of freeflow river at certain water gauge

corresponds to the water level defined with the discharge duration of

the 1% (Q 1%

). VPV = V 1%

[cm or m.a.s.l.] and in any point of freeflow

river it corresponds to the level of water surface with the discharge of

1% duration in a year. It is defined from statistical analysis of discharge

duration taking into account 30 years of observation.


Low navigable water level of freeflow river at certain water gauge corresponds

to the water level defined with the discharge duration of the 94%

(Q 94%

). NPV = V 94%

[cm or m.a.s.l.] and in any point of freeflow river it

corresponds to the level of water surface with the discharge of 94% duration

in a year. It is defined from statistical analysis of discharge duration

taking into account 30 years of observation. (EN - etiage navigable)

High navigable water level of freeflow river at certain water gauge

corresponds to the water level defined with the discharge duration of

the 1% (Q 1%

). VPV = V 1%

[cm or m.a.s.l.] and in any point of freeflow

river it corresponds to the level of water surface with the discharge of

1% duration in a year. It is defined from statistical analysis of discharge

duration taking into account 30 years of observation.


Low navigable water level of freeflow river at certain water gauge corresponds

to the water level defined with the discharge duration of the 94%

(Q 94%

). NPV = V 94%

[cm or m.a.s.l.] and in any point of freeflow river it

corresponds to the level of water surface with the discharge of 94% duration

in a year. It is defined from statistical analysis of discharge duration

taking into account 30 years of observation. (EN - etiage navigable)

High navigable water level of freeflow river at certain water gauge

corresponds to the water level defined with the discharge duration of

the 1% (Q 1%

). VPV = V 1%

[cm or m.a.s.l.] and in any point of freeflow

river it corresponds to the level of water surface with the discharge of

1% duration in a year. It is defined from statistical analysis of discharge

duration taking into account 30 years of observation.


Low navigable water level of freeflow river at certain water gauge corresponds

to the water level defined with the discharge duration of the 94%

(Q 94%

). NPV = V 94%

[cm or m.a.s.l.] and in any point of freeflow river it

corresponds to the level of water surface with the discharge of 94% duration

in a year. It is defined from statistical analysis of discharge duration

taking into account 30 years of observation. (EN - etiage navigable)

High navigable water level of freeflow river at certain water gauge

corresponds to the water level defined with the discharge duration of

the 1% (Q 1%

). VPV = V 1%

[cm or m.a.s.l.] and in any point of freeflow

river it corresponds to the level of water surface with the discharge of

1% duration in a year. It is defined from statistical analysis of discharge

duration taking into account 30 years of observation.


Low navigable water level of freeflow river at certain water gauge corresponds

to the water level defined with the discharge duration of the 94%

(Q 94%

). NPV = V 94%

[cm or m.a.s.l.] and in any point of freeflow river it

corresponds to the level of water surface with the discharge of 94% duration

in a year. It is defined from statistical analysis of discharge duration

taking into account 30 years of observation. (EN - etiage navigable)

High navigable water level of freeflow river at certain water gauge

corresponds to the water level defined with the discharge duration of

the 1% (Q 1%

). VPV = V 1%

[cm or m.a.s.l.] and in any point of freeflow

river it corresponds to the level of water surface with the discharge of

1% duration in a year. It is defined from statistical analysis of discharge

duration taking into account 30 years of observation.


Tabelarni pregled mostova i njihovih plovidbenih otvora na rijeci Savi i njenim plovnim pritokama

Tabular overview of bridges and their navigable openings on the Sava River and its navigable tributaries

Broj crteža

Drawing No.

nizvodna

plovidba

downstream

navigation

uzvodna

plovidba

upstream

navigation

nizvodnoj

plovidbi

uzvodnoj

plovidbi

nizvodnoj

plovidbi

uzvodnoj

plovidbi

nizvodnoj

plovidbi

uzvodnoj

plovidbi

nizvodnoj

plovidbi

uzvodnoj

plovidbi

nizvodnoj

plovidbi

uzvodnoj

plovidbi

nizvodnoj

plovidbi

uzvodnoj

plovidbi

nizvodnoj

plovidbi

uzvodnoj

plovidbi

nizvodnoj

plovidbi

uzvodnoj

plovidbi

NPN VPN NPN VPN NPN VPN "0"

downstream upstream downstream upstream downstream upstream downstream upstream downstream upstream downstream upstream downstream upstream downstream upstream LNL HNL LNL HNL LNL HNL "0"

(rkm) (m) (m) (m) (m) (m) (m) (m) (m) (m) (m) (m) (m) (m.a.s.l.) (m.a.s.l.) (m.a.s.l.) (m.a.s.l.) (rkm) (m.a.s.l.) (cm) (cm) (m.a.s.l.) (m.a.s.l.) (m.a.s.l.) (m.a.s.l.) (m.a.s.l.)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33

1.

Rijeka

River

Sava

Sava

Cestovni most Galdovo

Road bridge Galdovo

Naziv mosta

Bridge name

Stacionaža mosta

Redni brojevi

stubova između kojih

je plovidbeni otvor

Gabariti plovidbenih otvora mostova

Kota donje ivice konstrukcije mosta

Korisna širina Корисна висина при VPN Korisna visina pri koti "0" mjerodavne v.s.

Plovidbeni nivoi

Apsolutne kote plovidbenih nivoa

u odnosu na kotu

Mjerodavna

pri NPN

pri VPN

u sredini otvora na ivici plovnog puta u sredini otvora na ivici plovnog puta u sredini otvora na ivici plovnog puta

"0" mjerodavne v.s.

U odnosu

vodomjerna

na more:

Za plovila u

stanica

na mjerodavnoj v.s. u mostovskom otvoru

(rkm) (m) (m) (m) (m) (m) (m) (m) (m) (m) (m) (m) (m) (m.n.m.) (m.n.m.) (m.n.m.) (m.n.m.) (rkm) (m.n.m.) (cm) (cm) (m.n.m.) (m.n.m.) (m.n.m.) (m.n.m.) (m.n.m.)

Dimensions of bridge openings

Absolute height of the bottom edge

Representative

Clearance at the "0" level of

of the bridge structure

water stages in

Available width

Available clearance at HNL

Numerals representing

corresponding gauging station

comparison

Absolute water stages

the fairway opening

in the middle

in the middle

in the middle

Corresponding

to "0" level of

at LNL

at HNL

at the fairway edge

at the fairway edge

at the fairway edge

of the opening

of the opening

of the opening

gauging

corresponding

For vessels navigating

station

gauging station at corr. station at the bridge opening

Bridge chainage

593.70 I-II I-II 49.00 49.00 49.00 49.00 5.77 5.77 5.42 5.42 12.70 12.70 104.25 104.25

Crnac

Crnac

Stacionaža

vodomjerne stanice

Gauging station

chainage

Apsolutna kota "0"

vodomjerne stanice

"0" level of the

gauging station

588.20 91.34 -172 89.62 89.83 98.48 91.55

In reference

to sea:

Jadransko

Adriatic

2.

Sava

Sava

Cestovni most Crnac

Road bridge Crnac

587.70 III-IV III-IV 67.80 67.80 67.80 67.80 7.58 7.58 6.65 6.65 14.51 14.51 13.58 13.58 105.84 105.84 104.91 104.91

Crnac

Crnac

588.20 91.34 -172 89.62 89.61 98.26 91.33

Jadransko

Adriatic

3.

Sava

Sava

Željeznički most Jasenovac

Railway bridge Jasenovac

517.20 II-III II-III 41.00 41.00 41.00 41.00 6.16 6.16 6.16 6.16 14.35 14.35 14.35 14.35 101.20 101.20 101.20 101.20

Jasenovac

Jasenovac

516.20 86.82 -44 86.38 86.41 95.04 86.85

Jadransko

Adriatic

4.

Sava

Sava

Cestovni most Jasenovac

Road bridge Jasenovac

515.60 VI-VII VI-VII 110.00 110.00 110.00 110.00 7.24 7.24 5.39 5.39 15.44 15.44 13.59 13.59 102.16 102.16 100.31 100.31

Jasenovac

Jasenovac

516.20 86.82 -44 86.38 86.28 94.92 86.72

Jadransko

Adriatic

5.

Sava

Sava

Cestovni most Gradiška

Road bridge Gradiška

466.80 II-III II-III 89.00 89.00 89.00 89.00 8.22 8.22 7.86 7.86 17.39 17.39 17.03 17.03 101.21 101.21 100.85 100.85

Mačkovac

Mačkovac

451.50 83.64 134 84.98 85.16 92.99 83.82

Jadransko

Adriatic

6.

Sava

Sava

Produktovod Brod

Pipeline bridge Brod

374.80 I-II I-II 104.30 104.30 104.30 104.30 17.93 17.93 16.53 16.53 22.23 22.23 19.06 19.06 107.25 107.25 105.85 105.85

Slavonski Brod

Slavonski Brod

371.30 81.80 0 81.80 81.85 89.32 81.85

Jadransko

Adriatic

7.

Sava

Sava

Cestovni most Brod

Road bridge Brod

371.50 II-III II-III 66.30 66.30 66.30 66.30 7.65 7.65 7.65 7.65 15.03 15.03 15.03 15.03 96.83 96.83 96.83 96.83

Slavonski Brod

Slavonski Brod

371.30 81.80 0 81.80 81.80 89.18 81.80

Jadransko

Adriatic

8.

Sava

Sava

Cestovno-željeznički most Šamac

Road-railway bridge Šamac

311.80 II-III II-III 65.30 65.30 65.30 65.30 8.14 8.14 8.14 8.14 14.65 14.65 14.65 14.65 95.22 95.22 95.22 95.22

Slavonski Šamac

Slavonski Šamac

314.30 80.70 -142 79.28 79.15 87.08 80.57

Jadransko

Adriatic

9.

Sava

Sava

Cestovni most Županja

Road bridge Županja

261.60 XI-XII XI-XII 117.80 117.80 117.80 117.80 10.11 10.11 7.73 7.73 18.26 18.26 15.88 15.88 94.46 94.46 92.08 92.08

Županja

Županja

267.50 76.28 0 76.28 76.20 84.35 76.20

Jadransko

Adriatic

10.

Sava

Sava

Cestovni most Gunja

Road bridge Gunja

228.80 XXI-XXII XXI-XXII 47.50 47.50 47.50 47.50 7.60 7.60 7.60 7.60 14.12 14.12 14.12 14.12 90.74 90.74 90.74 90.74

Brčko

Brčko

228.80 76.62 -96 75.66 75.66 83.14 76.62

Jadransko

Adriatic

11.

Sava

Sava

Željeznički most Gunja

Railway bridge Gunja

226.80 XVII-XVIII XVII-XVIII 120.00 120.00 120.00 120.00 9.71 9.71 9.64 9.64 16.13 16.13 16.06 16.06 92.70 92.70 92.63 92.63

Brčko

Brčko

228.80 76.62 -96 75.66 75.61 82.99 76.57

Jadransko

Adriatic

12.

Sava

Sava

Cestovno-željeznički most Rača

Road-railway bridge Rača

183.31 I-II I-II 140.00 140.00 140.00 140.00 17.23 17.23 17.23 17.23 89.67 89.67 89.67 89.67

Jamena

Jamena

204.80 72.44 73.17

Jadransko

Adriatic

13.

Sava

Sava

Pješački most Sremska Mitrovica

Pedestrian bridge Sremska Mitrovica

139.24 III-IV III-IV 100.00 100.00 100.00 100.00 10.30 10.30 8.37 8.37 16.52 16.52 14.59 14.59 88.74 88.74 86.81 86.81

Sremska Mitrovica

Sremska Mitrovica

139.24 72.22 37 622 72.59 78.44 72.59 78.44 72.22

Jadransko

Adriatic

14.

Sava

Sava

Cestovni most Sremska Mitrovica

Road bridge Sremska Mitrovica

136.60 III-IV III-IV 150.00 150.00 150.00 150.00 11.18 11.18 9.30 9.30 17.32 17.32 15.44 15.44 89.54 89.54 87.66 87.66

Sremska Mitrovica

Sremska Mitrovica

139.24 72.22 37 622 72.59 78.44 72.54 78.36 72.17

Jadransko

Adriatic

15.

Sava

Sava

Željeznički most Šabac

Railway bridge Šabac

106.96 III-IV III-IV 75.00 75.00 75.00 75.00 6.68 6.68 6.46 6.46 11.48 11.48 11.26 11.26 84.09 84.09 83.87 83.87

Šabac

Šabac

106.28 72.61 -64 478 71.97 77.39 71.98 77.41 72.62

Jadransko

Adriatic

16.

Sava

Sava

Cestovni most Šabac

Road bridge Šabac

104.53 III-IV III-IV 80.00 80.00 80.00 80.00 9.42 9.42 9.42 9.42 14.13 14.13 14.13 14.13 86.74 86.74 86.74 86.74

Šabac

Šabac

106.28 72.61 -64 478 71.97 77.39 71.89 77.32 72.53

Jadransko

Adriatic

17.

Sava

Sava

Cestovno-toplovodni most Obrenovac

Road-pipeline bridge Obrenovac

42.53 XII-XIII XI-XII 120.00 80.00 120.00 80.00 11.14 11.07 11.13 11.01 17.97 17.90 17.96 17.84 86.25 86.18 86.24 86.12

Beograd

Beograd

0.82 68.28 162 560 69.90 73.88 70.06 75.11 68.44

Jadransko

Adriatic

18.

Sava

Sava

Željeznički most Ostružnica

Railway bridge Ostružnica

15.43 V-VI IV-V 75.00 75.00 75.00 75.00 8.49 8.45 8.46 8.41 14.52 14.48 14.49 14.44 82.80 82.76 82.77 82.72

Beograd

Beograd

0.82 68.28 162 560 69.90 73.88 69.95 74.31 68.33

Jadransko

Adriatic

19.

Sava

Sava

Cestovni most Ostružnica

Road bridge Ostružnica

15.00 XV-XVI XV-XVI 150.00 150.00 150.00 150.00 12.20 12.20 10.56 10.56 18.22 18.22 16.58 16.58 86.50 86.50 84.86 84.86

Beograd

Beograd

0.82 68.28 162 560 69.90 73.88 69.95 74.30 68.33

Jadransko

Adriatic

20 Sava

Sava

Cestovni most Beograd - Ada Ciganlija

Road bridge Belgrade - Ada Ciganlija

3.80 V-VI V-VI 150.00 150.00 150.00 150.00 15.93 15.93 15.33 15.33 21.62 21.62 21.02 21.02 89.90 89.90 89.30 89.30

Beograd

Beograd

0.82 68.28 162 560 69.90 73.88 69.91 73.97 68.29

Jadransko

Adriatic

21 Sava

Sava

Novi željeznički most Beograd

New railway bridge Belgrade

3.00 IV-V IV-V 120.00 120.00 120.00 120.00 16.06 16.06 16.06 16.06 21.72 21.72 21.72 21.72 90.00 90.00 90.00 90.00

Beograd

Beograd

0.82 68.28 162 560 69.90 73.88 69.91 73.94 68.29

Jadransko

Adriatic

22 Sava

Sava

Stari željeznički most Beograd

Old railway bridge Belgrade

2.73 II-III II-III 90.00 90.00 90.00 90.00 6.96 6.96 6.96 6.96 12.62 12.62 12.62 12.62 80.90 80.90 80.90 80.90

Beograd

Beograd

0.82 68.28 162 560 69.90 73.88 69.91 73.94 68.29

Jadransko

Adriatic

23 Sava

Sava

Cestovni most "Gazela" Beograd

Road bridge "Gazela" Belgrade

2.52 III-IV III-IV 200.00 200.00 200.00 200.00 15.41 15.41 10.87 10.87 21.06 21.06 16.52 16.52 89.34 89.34 84.80 84.80

Beograd

Beograd

0.82 68.28 162 560 69.90 73.88 69.91 73.93 68.29

Jadransko

Adriatic

24 Sava

Sava

Cestovni-tramvajski most Beograd

Road-tramway bridge Belgrade

1.43 III-IV III-IV 90.00 90.00 90.00 90.00 10.86 10.86 10.27 10.27 16.48 16.48 15.89 15.89 84.76 84.76 84.17 84.17

Beograd

Beograd

0.82 68.28 162 560 69.90 73.88 69.9 73.9 68.28

Jadransko

Adriatic

25 Sava

Sava

Cestovni most Beograd "Brankov most"

Road bridge Belgrade "Branko's bridge"

1.00 I-II I-II 100.00 100.00 100.00 100.00 10.75 10.75 9.94 9.94 16.36 16.36 15.55 15.55 84.64 84.64 83.83 83.83

Beograd

Beograd

0.82 68.28 162 560 69.90 73.88 69.9 73.89 68.28

Jadransko

Adriatic

26 Kupa Cestovni most novi Sisak

Kupa Road bridge new Sisak

4.68 II-III II-III 34.25 34.25 34.25 34.25 8.60 8.60 8.60 8.60 15.51 15.51 15.51 15.51 107.08 107.08 107.80 107.80

Crnac

Crnac

588.2 91.34 -172 89.62 89.85 98.48 91.57

Jadransko

Adriatic

27 Kupa Cestovni most stari Sisak

Kupa Road bridge old Sisak

3.40 II-III II-III 37.00 37.00 37.00 37.00 7.02 7.02 0.00 0.00 13.98 13.98 5.48 5.48 105.50 105.50 97.00 97.00

Crnac

Crnac

588.2 91.34 -172 89.62 89.8 98.48 91.52

Jadransko

Adriatic

28 Kupa Željeznički most Sisak

Kupa Railway bridge Sisak

2.10

I-desna obala

I-right bank

I-desna obala

I-right bank

21.50 21.50 21.50 21.50 7.32 7.32 7.32 7.32 14.11 14.11 14.11 14.11 105.68 105.68 105.68 105.68

Crnac

Crnac

588.2 91.34 -172 89.62 89.75 98.48 91.47

Jadransko

Adriatic

29 Una

Una

Cestovni most Jasenovac

Road bridge Jasenovac

0.05 IV-V IV-V 32.50 32.50 32.50 32.50 6.24 6.24 6.18 6.18 14.44 14.44 14.38 14.38 101.16 101.16 101.10 101.10

Jasenovac

Jasenovac

516.2 86.82 -44 86.38 86.28 94.92 86.72

Jadransko

Adriatic


Zagreb

Sisak

594

1

26

27

28

Kupa

2

575 550

Hrvatska

Croatia

Mostovi na rijeci Savi

i njenim plovnim pritokama

Bridges on the Sava River

and its Navigable Tributaries

525

3

4

29

500

1

2

3

Una

Cestovni most Galdovo

Road bridge Galdovo

Cestovni most Crnac

Road bridge Crnac

Željeznički most Jasenovac

Railway bridge Jasenovac

Sava

475

16

17

18

5

450

Slavonski Brod

375

425 400

Cestovni most Šabac

Road bridge Šabac

Cestovno-toplovodni most Obrenovac

Road-pipeline bridge Obrenovac

Željeznički most Ostružnica

Railway bridge Ostružnica

7

6

350

325

Bosna

8

300

275

9

10

Brčko

250

11

225

200

12

175

Drina

150

13

14

Šabac

Sremska Mitrovica

15

16

125

100

Sava

50

18

Beograd

25

22 0

19 20 21

24

23

4

5

6

7

8

Cestovni most Jasenovac

Road bridge Jasenovac

Cestovni most Gradiška

Road bridge Gradiška

Produktovod Brod

Pipeline bridge Brod

Cestovni most Brod

Road bridge Brod

Cestovno-Železnički most Šamac

Road-railway bridge Šamac

19

20

21

22

23

Cestovni most Ostružnica

Road bridge Ostružnica

Cestovni most Beograd - Ada Ciganlija

Road bridge Belgrade – Ada Ciganlija

Novi željeznički most Beograd

New railway bridge Belgrade

Stari željeznički most Beograd

Old railway bridge Belgrade

Cestovni most “Gazela” Beograd

Road bridge "Gazela" Belgrade

Bosna i Hercegovina

Bosnia & Herzegovina

Srbija

Serbia

17

Kolubara

25

9

10

11

Cestovni most Županja

Road bridge Županja

Cestovni most Gunja

Road bridge Gunja

Željeznički most Gunja

Railway bridge Gunja

24

25

26

Cestovno-tramvajski most Beograd

Road-tram bridge Belgrade

Cestovni most Beograd “Brankov most”

Road bridge Belgrade - "Branko's bridge"

Cestovni most novi Sisak

Road bridge new Sisak

LEGENDA

LEGEND

Most

Bridge

12

Cestovno-željeznički most Rača

Road-railway bridge Rača

27

Cestovni most stari Sisak

Road bridge old Sisak

10

Lokacija mosta

Bridge location

13

Pješački most Sremska Mitrovica

Pedestrian bridge Sremska Mitrovica

28

Željeznički most Sisak

Railway bridge Sisak

Kilometarska oznaka

Kilometer sign

14

15

Cestovni most Sremska Mitrovica

Road bridge Sremska Mitrovica

Željeznički most Šabac

Railway bridge Šabac

29

Cestovni most Jasenovac

Road bridge Jasenovac

Sarajevo

Kupa

Grad

Town

Reka

River


Cestovni most Galdovo, Sava, rkm 593.7

Mjerodavni vodomjer Crnac, rkm 588.2, kota "0"=91.34 m.n.m.

Republika Hrvatska

lijeva obala

Republic of Croatia

left bank

I II III

VPN 98.48 m.n.m.

Republika Hrvatska

desna obala

Republic of Croatia

right bank

Road bridge Galdovo, Sava River, rkm 593.7

Referent water gauge Crnac, rkm 588.2, water level "0"=91.34 m.a.s.l.

Republika Hrvatska

desna obala

Republic of Croatia

right bank

SISAK

SAVA

III I

II

Republika Hrvatska

lijeva obala

Republic of Croatia

left bank

SAVA River

GALDOVO

Situacioni plan

R 1:5000

Layout

Scale 1:5000

II

104.36 m.n.m.

5.88 m

0

1

2

3

4

5

6

7

8

9

10

11

12

1

12

11

10

9

8

7

6

5

4

3

2

1

0

5.77 m

49.00 m

104.25 m.n.m.

49.00 m

51.98 m

2.00 m

5.42 m

VPN 98.48 m.n.m.

95.66 m.n.m.

"0" = 91.55 m.n.m.

NPN 89.61 m.n.m.

1

2

3

4

5

6

2

0 7

6

5

4

3

2

1

7 0

III

103.90 m.n.m.

Uzdužni presjek

R 1:1000

Longitudinal cross section

Scale 1:1000

Plovidbeni otvor

R 1:500/200

Navigation span

Scale 1:500/200

A. Razina vode na vodomjeru

1. Slobodna visina u sredini plovidbenog otvora

2. Slobodna visina na rubu plovnog puta

T. Dubina plovnog puta u plovidbenom otvoru

Napomena:

umanjiti slobodnu visinu plovidbenog otvora za 10cm

A. Water level at water gauge

1. Vertical bridge clearance to middle of navigation bridge span

2. Vertical bridge clearance at the fairway side

T. Fairway depth in navigation bridge span

Remark:

Vertical clearance should be lowered for 10cm

- VPN - visoki plovidbeni nivo u profilu mosta

- NPN - niski plovidbeni nivo u profilu mosta

- sve kote su u m.n.m.

- gabariti stubova i temelja stubova mosta nisu pouzdana informacija

- VPN - high navigation water level (bridge cross section)

- NPN - low navigation water level (bridge cross section)

- all levels are in m.a.s.l.

- piers and piers foundation dimensions are not reliable information

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

1

A

1400

1300

1200

1100

1000

900

800

700

600

500

400

300

200

100

0

-100

-200

2

0

1

2

3

4

5

6

VPN = 98.48

7

95.66

"0" = 91.34

NPN = 89.83

1


Cestovni most Crnac, Sava, rkm 587.7

Republika Hrvatska

lijeva obala

Republic of Croatia

Republika Hrvatska

desna obala

Republic of Croatia

left bank

right bank

I II III IV

VPN 98.26 m.n.m.

Mjerodavni vodomjer Crnac, rkm 588.2, kota "0"=91.34

m.n.m.

Road bridge Crnac, Sava River, rkm 587.7

Referent water gauge Crnac, rkm 588.2, water level "0"=91.34 m.a.s.l.

Republika Hrvatska

desna obala

Republic of Croatia

right bank

SAVA River

SAVA

IV

III

II

I

Republika Hrvatska

lijeva obala

Republic of Croatia

left bank

Situacioni plan

R 1:5000

Layout

Scale 1:5000

II

III

2

0

1

2

3

4

5

6

7

8

9

10

11

12

13

104.91 m.n.m.

13

12

11

10

9

8

7

6

5

4

3

2

1

0

6.65 m

7.58 m

67.80 m

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

67.80 m

7.15 m

1 IV

105.84 m.n.m.

14

13

12

11

10

9

8

7

6

5

4

3

2

1

0

2.00 m

84.31 m

"0" = 91.33 m.n.m.

VPN 98.26 m.n.m.

NPN 89.61 m.n.m.

88.81 m.n.m.

Uzdužni presjek

R 1:1000

Longitudinal cross section

Scale 1:1000

105.42 m.n.m.

Plovidbeni otvor

R 1:500/200

Navigation span

Scale 1:500/200

A. Razina vode na vodomjeru

1. Slobodna visina u sredini plovidbenog otvora

2. Slobodna visina na rubu plovnog puta

T. Dubina plovnog puta u plovidbenom otvoru

Napomena:

umanjiti slobodnu visinu plovidbenog otvora za 10cm

A. Water level at water gauge

1. Vertical bridge clearance to middle of navigation bridge span

2. Vertical bridge clearance at the fairway side

T. Fairway depth in navigation bridge span

Remark:

Vertical clearance should be lowered for 10cm

- VPN - visoki plovidbeni nivo u profilu mosta

- NPN - niski plovidbeni nivo u profilu mosta

- sve kote su u m.n.m.

- poprečni presjek u mostovnom otvoru odgovara poprečnom presjeku na 120m uzvodno od mosta

- gabariti stubova i temelja stubova mosta nisu pouzdana informacija

- VPN - high navigation water level (bridge cross section)

- NPN - low navigation water level (bridge cross section)

- all levels are in m.a.s.l.

- bridge cross section corresponding the cross section measured 120m upstream

- piers and piers foundation dimensions are not reliable information

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

1

A

1400

1300

1200

1100

1000

900

800

700

600

500

400

300

200

100

0

-100

-200

-300

2

T

1

0

1

2

3

4

5

6

VPN = 98.26

7

"0" = 91.34

NPN = 89.61

88.81

2


II

III

IV

V

VI

VII

Republika Hrvatska

lijeva obala

Republic of Croatia

left bank

I II III IV V VI VII VIII IX

5.39 m

7.24 m

VPN 94.92 m.n.m.

5.61 m

Republika Hrvatska

desna obala

Republic of Croatia

right bank

Cestovni most Jasenovac, Sava, rkm 515.6

Mjerodavni vodomjer Jasenovac, rkm 516.2, kota "0"=86.82 m.n.m.

Road bridge Jasenovac, Sava River, rkm 515.6

Referent water gauge Jasenovac, rkm 516.2, water level "0"=86.82 m.a.s.l.

JASENOVAC

Republika Hrvatska

lijeva obala

Republic of Croatia

left bank

I

II

III

SAVA

IV

SAVA River

V

VI

VII

Republika Hrvatska

desna obala lijeva obala

Republic of Croatia

right bank left bank

VIII

IX

I

UNA

UNA River

Situacioni plan

R 1:5000

Layout

Scale 1:5000

Bosna i Hercegovina

desna obala

Bosnia and Herzegovina

right bank

VI 2 1

102.16 m.n.m.

0

11

1

10

2

9

3

8

4

7

5

6

6

5

7

4

8

3

9

2

10

1

11

0

100.31 m.n.m.

85.95 m.n.m.

0

15

1

14

2

13

3

12

4

11

5

10

6

9

7

8

8

7

9

6

10

5

11

4

12

3

13

2

14

1

15

0

110.00 m

115.25 m

"0" = 86.72 m.n.m.

2.00 m

VPN 94.92 m.n.m.

NPN 86.28 m.n.m.

VII

100.53 m.n.m.

110.00 m

Plovidbeni otvor

R 1:500/200

Navigation span

Scale 1:500/200

Uzdužni presjek

R 1:1000

Longitudinal cross section

Scale 1:1000

A. Razina vode na vodomjeru

1. Slobodna visina u sredini plovidbenog otvora

2. Slobodna visina na rubu plovnog puta

T. Dubina plovnog puta u plovidbenom otvoru

Napomena:

umanjiti slobodnu visinu plovidbenog otvora za 10cm

A. Water level at water gauge

1. Vertical bridge clearance to middle of navigation bridge span

2. Vertical bridge clearance at the fairway side

T. Fairway depth in navigation bridge span

Remark:

Vertical clearance should be lowered for 10cm

- VPN - visoki plovidbeni nivo u profilu mosta

- NPN - niski plovidbeni nivo u profilu mosta

- sve kote su u m.n.m.

- gabariti stubova i temelja stubova mosta nisu pouzdana informacija

- VPN - high navigation water level (bridge cross section)

- NPN - low navigation water level (bridge cross section)

- all levels are in m.a.s.l.

- piers and piers foundation dimensions are not reliable information

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

1

A

1500

1400

1300

1200

1100

1000

900

800

700

600

500

400

300

200

100

0

-100

2

T

1

0

1

2

3

4

5

VPN = 94.92

6

"0" = 86.82

NPN = 86.28

85.95

4


Republika Hrvatska

lijeva obala

Republic of Croatia

left bank

I II III IV

Bosna i Hercegovina

desna obala

Bosnia and Herzegovina

right bank

Cestovni most Gradiška, Sava, rkm 466.8

Mjerodavni vodomjer Mačkovac, rkm 451.5, kota "0"=83.64 m.n.m.

Road bridge Gradiška, Sava River, rkm 466.8

Referent water gauge Mačkovac, rkm 451.5, water level "0"=83.64 m.a.s.l.

Republika Hrvatska

lijeva obala

Republic of Croatia

left bank

I

II

VPN 92.99 m.n.m.

7.99 m

8.22 m

7.86 m

89.00 m

2 1 III

Uzdužni presjek

R 1:1000

Longitudinal cross section

Scale 1:1000

A. Razina vode na vodomjeru

1. Slobodna visina u sredini plovidbenog otvora

2. Slobodna visina na rubu plovnog puta

T. Dubina plovnog puta u plovidbenom otvoru

Napomena:

umanjiti slobodnu visinu plovidbenog otvora za 10cm

0

1

2

3

1

A

1700

1600

1500

1400

2

0

1

2

3

II

4

1300

4

SAVA

SAVA River

III

IV

Bosna i Hercegovina

desna obala

Bosnia and Herzegovina

right bank

GRADIŠKA

Situacioni plan

R 1:5000

Layout

Scale 1:5000

100.98 m.n.m.

2.00 m

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

101.21 m.n.m.

17 0

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

0

89.00 m

88.47 m

VPN 92.99 m.n.m.

NPN 85.16 m.n.m.

"0" = 83.82 m.n.m.

83.91 m.n.m.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

100.85 m.n.m.

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

0

Plovidbeni otvor

R 1:500/200

Navigation span

Scale 1:500/200

A. Water level at water gauge

1. Vertical bridge clearance to middle of navigation bridge span

2. Vertical bridge clearance at the fairway side

T. Fairway depth in navigation bridge span

Remark:

Vertical clearance should be lowered for 10cm

- VPN - visoki plovidbeni nivo u profilu mosta

- NPN - niski plovidbeni nivo u profilu mosta

- sve kote su u m.n.m.

- poprečni presjek u mostovnom otvoru odgovara poprečnom presjeku na 295m nizvodno od mosta

- gabariti stubova i temelja stubova mosta nisu pouzdana informacija

- VPN - high navigation water level (bridge cross section)

- NPN - low navigation water level (bridge cross section)

- all levels are in m.a.s.l.

- bridge cross section corresponding the cross section 295m downstream

- piers and piers foundation dimensions are not reliable information

5

6

7

8

9

10

11

12

13

14

15

16

17

1200

1100

1000

900

800

700

600

500

400

300

200

100

0

T

5

6

7

VPN = 92.99

8

2

NPN = 85.16

1

83.91

"0" = 83.64

5


Republika Hrvatska

lijeva obala

Republic of Croatia

left bank

I

Bosna i Hercegovina

desna obala

Bosnia and Herzegovina

right bank

II

Produktovod Brod, Sava, rkm 374.8

Mjerodavni vodomjer Slavonski Brod, rkm 371.3, kota "0"=81.80 m.n.m.

Republika Hrvatska

lijeva obala

Republic of Croatia

left bank

I

SAVA

SAVA River

II

RAFINERIJA

BROD

Bosna i Hercegovina

desna obala

Bosnia and Herzegovina

right bank

Situacioni plan

R 1:5000

Layout

Scale 1:5000

I

16.59 m

17.93 m

104.30 m

VPN 89.32 m.n.m.

16.53 m

105.91 m.n.m.

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

1

107.25 m.n.m.

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

0

2.00 m

VPN 89.32 m.n.m.

"0" = NPN = 81.85 m.n.m.

Uzdužni presjek

R 1:1000

Longitudinal cross section

Scale 1:1000

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

2

105.85 m.n.m.

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

0

II

Pipeline bridge Brod, Sava River, rkm 374.8

Referent water gauge Slavonski Brod, rkm 371.3, water level "0"=81.80 m.a.s.l.

A

A. Razina vode na vodomjeru

1. Slobodna visina u sredini plovidbenog otvora

2. Slobodna visina na rubu plovnog puta

T. Dubina plovnog puta u plovidbenom otvoru

A. Water level at water gauge

1. Vertical bridge clearance to middle of navigation bridge span

2. Vertical bridge clearance at the fairway side

T. Fairway depth in navigation bridge span

0

1

2

3

4

15

16

17

18

19

20

21

22

23

24

25

1

2500

2400

2300

2200

1100

1000

900

800

700

600

500

400

300

200

100

0

-100

-200

2

T

0

1

2

13

14

15

16

VPN = 89.32

17

5

4

3

NPN = 81.85

"0" = 81.80

104.30 m

296.56 m

77.10 m.n.m.

Plovidbeni otvor

R 1:500/200

Navigation span

Scale 1:500/200

- VPN - visoki plovidbeni nivo u profilu mosta

- NPN - niski plovidbeni nivo u profilu mosta

- sve kote su u m.n.m.

- poprečni presjek u mostovnom otvoru odgovara poprečnom presjeku na 275m nizvodno od mosta

- gabariti stubova i temelja stubova mosta nisu pouzdana informacija

- VPN - high navigation water level (bridge cross section)

- NPN - low navigation water level (bridge cross section)

- all levels are in m.a.s.l.

- bridge cross section corresponding the cross section 275m downstream

- piers and piers foundation dimensions are not reliable information

-300

-400

-500

2

1

77.10

6


I

II

III

V

X

XI

Republika Hrvatska

lijeva obala

Republic of Croatia

left bank

II

III

I IV V VI VII VIII IX X XI XII

Bosna i Hercegovina

desna obala

Bosnia and Herzegovina

right bank

Cestovni most Brod, Sava, rkm 371.5

Mjerodavni vodomjer Slavonski Brod, rkm 371.3, kota "0"=81.80 m.n.m.

Road bridge Brod, Sava River, rkm 371.5

Referent water gauge Slavonski Brod, rkm 371.3, water level "0"=81.80 m.a.s.l.

7.65 m

7.65 m

VPN 89.18 m.n.m.

7.65 m

Republika Hrvatska

lijeva obala

Republic of Croatia

left bank

SLAVONSKI

BROD

66.30 m

II 2 1 III

Uzdužni presjek

R 1:1000

Longitudinal cross section

Scale 1:1000

A. Razina vode na vodomjeru

1. Slobodna visina u sredini plovidbenog otvora

2. Slobodna visina na rubu plovnog puta

T. Dubina plovnog puta u plovidbenom otvoru

Napomena:

umanjiti slobodnu visinu plovidbenog otvora za 10cm

0

A

1 2

1500

0

1

1400

1

SAVA

SAVA River

Bosna i Hercegovina

desna obala

Bosnia and Herzegovina

right bank

IV

VI

VII

VIII

IX

XII

BROD

Situacioni plan

R 1:5000

Layout

Scale 1:5000

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

96.83 m.n.m.

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

0

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

96.83 m.n.m. 96.83 m.n.m.

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

0

VPN 89.18 m.n.m.

83.34 m.n.m.

"0" = NPN = 81.80 m.n.m.

A. Water level at water gauge

1. Vertical bridge clearance to middle of navigation bridge span

2. Vertical bridge clearance at the fairway side

T. Fairway depth in navigation bridge span

Remark:

Vertical clearance should be lowered for 10cm

2

3

4

5

6

7

8

9

10

11

12

1300

1200

1100

1000

900

800

700

600

500

400

300

2

3

4

5

6

7

VPN = 89.18

8

66.30 m

79.31 m

2.00 m

Plovidbeni otvor

R 1:500/200

Navigation span

Scale 1:500/200

- VPN - visoki plovidbeni nivo u profilu mosta

- NPN - niski plovidbeni nivo u profilu mosta

- sve kote su u m.n.m.

- poprečni presjek u mostovnom otvoru snimljen 2001. godine

- gabariti stubova i temelja stubova mosta nisu pouzdana informacija

- VPN - high navigation water level (bridge cross section)

- NPN - low navigation water level (bridge cross section)

- all levels are in m.a.s.l.

- bridge cross section measured Year 2001

- piers and piers foundation dimensions are not reliable information

13

14

15

200

100

0

83.34

NPN = 81.80

"0" = 81.80

7


Republika Hrvatska

lijeva obala

Republic of Croatia

left bank

Republika Hrvatska

desna obala

Republic of Croatia

right bank

II III IV

Cestovni most novi Sisak, Kupa, rkm 4.68

Mjerodavni vodomjer Crnac, rkm 588.2, kota "0"=91.34 m.n.m.

Road bridge new Sisak, Kupa River, rkm 4.68

Referent water gauge Crnac, rkm 588.2, water level "0"=91.34 m.a.s.l.

VPN 98.48 m.n.m.

KUPA

KUPA River

Republika Hrvatska

desna obala

Republic of Croatia

right bank

III

II

I

Republika Hrvatska

lijeva obala

Republic of Croatia

left bank

SISAK

Situacioni plan

R 1:5000

Layout

Scale 1:5000

II

8.60 m

8.60 m

8.60 m

0

15

1

14

2

13

3

12

4

11

5

10

6

9

7

8

8

7

9

6

10

5

11

4

12

3

13

2

14

1

15

0

34.25 m

1 2

0

15

1

14

2

13

3

12

4

11

5

10

6

9

7

8

8

7

9

6

10

5

11

4

12

3

13

2

14

1

15

0

107.08 m.n.m. 107.08 m.n.m.

107.08 m.n.m.

1.70 m

VPN 98.48 m.n.m.

"0" = 91.57 m.n.m.

NPN 89.85 m.n.m.

88.64 m.n.m.

Uzdužni presjek

R 1:1000

Longitudinal cross section

Scale 1:1000

III

A. Razina vode na vodomjeru

1. Slobodna visina u sredini plovidbenog otvora

2. Slobodna visina na rubu plovnog puta

T. Dubina plovnog puta u plovidbenom otvoru

Napomena:

umanjiti slobodnu visinu plovidbenog otvora za 10cm

A. Water level at water gauge

1. Vertical bridge clearance to middle of navigation bridge span

2. Vertical bridge clearance at the fairway side

T. Fairway depth in navigation bridge span

Remark:

Vertical clearance should be lowered for 10cm

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

A

1 2

1500

1400

1300

1200

1100

1000

900

800

700

600

500

400

300

200

100

T

0

0

1

2

3

4

5

6

7

8

VPN = 98.48

9

3 "0" = 91.34

34.25 m

105.64 m

Plovidbeni otvor

R 1:500/200

Navigation span

Scale 1:500/200

- VPN - visoki plovidbeni nivo u profilu mosta

- NPN - niski plovidbeni nivo u profilu mosta

- sve kote su u m.n.m.

- gabariti stubova i temelja stubova mosta nisu pouzdana informacija

- VPN - high navigation water level (bridge cross section)

- NPN - low navigation water level (bridge cross section)

- all levels are in m.a.s.l.

- piers and piers foundation dimensions are not reliable information

-100

-200

-300

1

NPN = 89.85

88.64

26


Republika Hrvatska

lijeva obala

Republic of Croatia

left bank

I II III

Republika Hrvatska

desna obala

Republic of Croatia

right bank

Cestovni most stari Sisak, Kupa, rkm 3.4

Mjerodavni vodomjer Crnac, rkm 588.2, kota "0"=91.34 m.n.m.

Road bridge old Sisak, Kupa River, rkm 3.4

Referent water gauge Crnac, rkm 588.2, water level "0"=91.34 m.a.s.l.

7.02 m

VPN 98.48 m.n.m.

37.00 m

Uzdužni presjek

R 1:1000

Longitudinal cross section

Scale 1:1000

A. Razina vode na vodomjeru

1. Slobodna visina u sredini plovidbenog otvora

2. Slobodna visina na rubu plovnog puta

T. Dubina plovnog puta u plovidbenom otvoru

0

1

A

1400

Napomena:

umanjiti slobodnu visinu plovidbenog otvora za 10cm

1

2

1300

1200

SISAK

Republika Hrvatska

desna obala

Republic of Croatia

right bank

KUPA River

III

KUPA

II

I

Republika Hrvatska

lijeva obala

Republic of Croatia

left bank

SISAK

II 2

1 III

0

1

2

3

4

105.50 13 m.n.m.

12

11

10

A. Water level at water gauge

1. Vertical bridge clearance to middle of navigation bridge span

2. Vertical bridge clearance at the fairway side

T. Fairway depth in navigation bridge span

3

4

5

6

7

1100

1000

900

800

700

VPN = 98.48

Situacioni plan

R 1:5000

Layout

Scale 1:5000

0

1

2

3

4

5

5

4

3

2

1

0

5

6

7

8

9

10

11

12

13

9

8

7

6

5

4

3

2

1

0

VPN 98.48 m.n.m.

"0" = 91.52 m.n.m.

Remark:

Vertical clearance should be lowered for 10cm

8

9

10

11

12

600

500

400

300

200

88.83 m.n.m.

1.70 m

NPN 89.80 m.n.m.

13

100

0

T

3

"0" = 91.34

37.00 m

38.11 m

Plovidbeni otvor

R 1:500/200

Navigation span

Scale 1:500/200

- VPN - visoki plovidbeni nivo u profilu mosta

- NPN - niski plovidbeni nivo u profilu mosta

- sve kote su u m.n.m.

- gabariti stubova i temelja stubova mosta nisu pouzdana informacija

- VPN - high navigation water level (bridge cross section)

- NPN - low navigation water level (bridge cross section)

- all levels are in m.a.s.l.

- piers and piers foundation dimensions are not reliable information

-100

-200

-300

1

NPN = 89.80

88.83

27


II

III

IV

V

VI

VII

Republika Hrvatska

lijeva obala

Republic of Croatia

left bank

I II III IV V VI VII

6.30 m

6.24 m

32.50 m

6.18 m

VPN 94.92 m.n.m.

Bosna i Hercegovina

desna obala

Bosnia and Herzegovina

right bank

Uzdužni presjek

R 1:1000

Longitudinal cross section

Scale 1:1000

Cestovni most Jasenovac, Una, rkm 0.05

Mjerodavni vodomjer Jasenovac, rkm 516.2, kota "0"=86.82 m.n.m.

Road bridge Jasenovac, Una River, rkm 0.05

Referent water gauge Jasenovac, rkm 516.2, water level "0"=86.82 m.a.s.l.

A. Razina vode na vodomjeru

1. Slobodna visina u sredini plovidbenog otvora

2. Slobodna visina na rubu plovnog puta

II

III

IV

T. Dubina plovnog puta u plovidbenom otvoru

A

Republika Hrvatska

Republic of Croatia

V

VI

VII

Napomena:

umanjiti slobodnu visinu plovidbenog otvora za 10cm

0

1

1 2

1400

1300

0

1

VIII

IX

I

III

1

2

IV

2

1200

2

SAVA

SAVA River

Republika Hrvatska

desna obala lijeva obala

Republic of Croatia

right bank left bank

UNA

UNA River

Bosna i Hercegovina

desna obala

Bosnia and Herzegovina

right bank

Situacioni plan

R 1:5000

Layout

Scale 1:5000

"0" = 86.72 m.n.m.

101.22 m.n.m.

VPN 94.92 m.n.m.

NPN 86.28 m.n.m.

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

14

13

12

11

10

9

8

7

6

5

4

3

2

1

0

85.95 m.n.m.

101.16 m.n.m.

0

1

2

3

4

5

6

7

8

9

10

11

11

101.10 m.n.m.

10

9

8

7

6

5

4

3

2

1

0

A. Water level at water gauge

1. Vertical bridge clearance to middle of navigation bridge span

2. Vertical bridge clearance at the fairway side

T. Fairway depth in navigation bridge span

Remark:

Vertical clearance should be lowered for 10cm

3

4

5

6

7

8

9

10

11

12

1100

1000

900

800

700

600

500

400

300

200

3

4

5

6VPN = 94.92

7

32.50 m

43.78 m

Plovidbeni otvor

R 1:500/200

Navigation span

Scale 1:500/200

- VPN - visoki plovidbeni nivo u profilu mosta

- NPN - niski plovidbeni nivo u profilu mosta

- sve kote su u m.n.m.

- gabariti stubova i temelja stubova mosta nisu pouzdana informacija

- VPN - high navigation water level (bridge cross section)

- NPN - low navigation water level (bridge cross section)

- all levels are in m.a.s.l.

- piers and piers foundation dimensions are not reliable information

13

14

100

0

-100

"0" = 86.82

NPN = 86.28

85.95

29

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